WEKO3
インデックスリンク
アイテム
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補強円孔を有する正方形板の弾性せん断座屈強度
https://fukuyama-u.repo.nii.ac.jp/records/7751
https://fukuyama-u.repo.nii.ac.jp/records/775122067179-ea7e-49cb-96ab-3913054513d2
名前 / ファイル | ライセンス | アクション |
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KJ00005781124.pdf (695.0 kB)
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Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
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公開日 | 1989-01-01 | |||||
タイトル | ||||||
タイトル | 補強円孔を有する正方形板の弾性せん断座屈強度 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Elastic Shear Buckling Strength of Square Plates with Reinforced Circular Holes | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 弾塑性座屈 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | せん断荷重 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 有孔板 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 正方形孔 | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | elasto-plastic buckling | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | shear load | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | perforated plates | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | square holes | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
ページ属性 | ||||||
内容記述タイプ | Other | |||||
内容記述 | P(論文) | |||||
記事種別(日) | ||||||
値 | 研究報告 | |||||
著者名(日) |
上野谷, 実
× 上野谷, 実× 中村, 雅樹 |
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著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 41851 | |||||
姓名 | ウエノヤ, ミノル | |||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 41852 | |||||
姓名 | ナカムラ, マサキ | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 41853 | |||||
姓名 | UENOYA, Minoru | |||||
言語 | en | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 41854 | |||||
姓名 | NAKAMURA, Masaki | |||||
言語 | en | |||||
著者所属(日) | ||||||
値 | 福山大学工学部土木工学科 | |||||
著者所属(日) | ||||||
値 | 福山大学工学部土木工学科 | |||||
抄録(英) | ||||||
内容記述タイプ | Other | |||||
内容記述 | Elastic shear buckling of square plates containing reinforced circular holes is investigated analytically. The perforated plates are subjected to uniform shear stress or uniform shear deformation, and are simply supported or clamped on all four edges. Ratios of the hole diameter to the plate width,d/l, are 0.15, 0.3, 0.5, 0.7 and 0.85. The influence of the circular hole and loading condition on buckling strength is considered. Relationships are presented between the buckling strength of plates, the size of the hole and depth of the reinforcing ring. In addition the results of an experimental study on square plates with circular holes which are reinforced to equal buckling strength of the unperforated plate are presented. The ratio of the width to the thickness of the test plates is 333. The plates are subjected to uniform shear deformations and clamped at all four edges. Results are compared with analysis and experiments for various sized holes. Comparison of analytical results with test shows good agreement on the elastic buckling strength for unperforated plate and the plate of d/l =0.3, and fairly good agreement for the plates of d/l =0.5 and 0.7. It is shown that the experimental ultimate loads of the perforated plates with reinforcements are from 5.6 to 7.0 times of the initial buckling loads. | |||||
雑誌書誌ID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00217655 | |||||
書誌情報 |
福山大学工学部紀要 巻 11, p. 21-29, 発行日 1989 |